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RF-11-1695Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 164494 Scheduled Inspection Date: October 13, 2011 Inspector: Bruhn, Norman Owner: EVERETT, HENRY Job Address: 165 NE 96 Street Miami Shores, FL 33138 -0000 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Number: RF -9 -11 -1695 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number (727)461 -4370 Parcel Number 1131010250130 -165 Phone: 305 - 757 -2612 Building Department Comments RE -ROOF FLAT Passe•, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments (bc-- October 12, 2011 For Inspections please call: (305)762 -4949 Page 14 of 29 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address 165 NE 96 Street Miami Shores, FL 33138 -0000 Owner Information Address Parcel Number Applicant 1131010250130 -165 Block: Lot: 188 DEVON Drive CLEARWATER BEACH FL 33767- 188 DEVON Drive CLEARWATER BEACH FL 33767- Contractor(s) Phone OBENOUR ROOFING SHEET METAL i 305- 757 -2612 Cell Phone HENRY EVERETT Phone Cell Valuation: Total Sq Feet: $ 25,712.00 2940 1 Type of Work: Re Roof Additional Info: FLAT Classification: Commercial Scanning: 2 , , Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $15.60 $4.50 $4.50 $5.20 $300.00 Moo $20.80 $356.60 , Pay Date Pay Type Invoice # RF -9 -11 -42035 09/30/2011 Check #: 6493 $ 306.60 $ 50.00 09/15/2011 Check #: 6466 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. September 30, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date September 30, 2011 1 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.11 --3266 o (3 —2-5-70 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 2. Description of improvement: el, e1Lf ' %Airce 3. Own (s) name and addre 41Vs_ /t Interest in property: piW ci Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: Pr I# 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 111111111111111111111111111111111111111111111 CFN 201 1 R0 471 1 4 OR Sk 27793 Ps 4080f (1Ps) RECORDED 08/16/2011 13:59 :40 HARVEY RUVIHr CLERK. OF COURT MIAMI -DAC'E COUHT't r FLORIDA LAST PAGE space above reserved for use of recording Deice !?5' A.26 910, 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner up om notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND • •BTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR N!TIC •.ro MENT. Signature(s) of 0 Prepared Print Name Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE Director/Partner /Manager � q`_ .��a�� Prepared By L � ` _ .�C Print Name 4 OO t wwaz [tea u `=st- (1(.i \ 3X1)2/ Title /Office e. J The foregOing Ipstruegt wacknowled before me this it By /1 C% t o Vlvidually, or ❑ as for ❑ ersonally known, or ❑ produced the following type of identificati Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92,525, FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated In it ar o the best of my knowledge and belief. day of Cat/ .2 ri 4 ►'Ifi •' Signature(s) o n,. By %. 41111V 123.01 -52 PAGE 3 P 's Authorized Officer /Director /Partner /Manager who signed above: By ■ Miami Shores Village Building Department '10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. 12.4-It -- �� 1 C�` 5 Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): , 'i✓(. 4 e Phone #:7.7 591' 1©1 % del Address: / 6 2.6 i' E ®2 Ai/C--' 0 e2 City: /6,0742 e TV itt P State: -%e-- Tenant/Lessee Name: Phone #: Email: Zip: 3 3 JOB ADDRESS: r 14 gisic.g4a1 S- NC City: Miami Shores County: Folio/Parcel #: -) �(( - 0 03 �" 6 �� Is the Building Historically Designated: Yes NO 0/ Miami Dade Zip: ` 3 % Flood Zone: CONTRACTOR: Company Name: Gi15 gilled/4-- 7.67,e ,e'f/1✓2 Address: J' Al ( ?7 Sr City: (441444 !j & /t f7 State: Qualifier Name: 74-741A-S' ,/) 06%do® State Certification or Registration #: sec-®/ V.3 0 `Certificate of Co Contact Phone #: 347i7 •-,) 6 / 2- Email Address: 0i/J7 �®4--- 17-ti DESIGNER: Architect/Engineer: Phone #: 3d-- If? -X / . Zip: 33/3 Phone #: 7s 7-)/ `L etency #: ocewa A-0 L r Phone #: Value of Work for this Permit: $ aU; 742 Square/Linear Footage of Work: Type of Work: UAddition ❑Alteration Description of Work: ?--e e A"' c mo ODem lition Air,-- /E n/ri ***** **********+ x*** ***x :*+x*+x********x:***Fees © o* �x�x�x�xx��x: x�x�x***** ******* *a�x�a�****�x�x** **�x*** Submittal Fee $�� Permit Fee $ ,f 0 © CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City. State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which s seven (7) days after the building permit is issued. In absence of such posted notice, the inspection will no ap►.. .ry _'on fee will be charged. Adw Signat Signature Agent The forego, g instrument was acknowledg day of s J / , 20 1 , by 0 before me this % S Contractor The f • -going instrument was acknowledged before me this 1) day of t,pt— , 20 11, by who is perso ally known to me or who has produced who is perms y known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: tt�. . oz� : • o *Ws • c' ** * * * * * *** ** ********* ** * * * ******* 4sx* ******, APPROVED BY NOTARY PUBLIC: Sign: Print: w My Commission Expires: 0 Svs ° '� • • t \\N p����111111111�1��0 Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) IV! l M mores QYYIInge APPROVED BY DATE 'ZONING DEPT BLDG DEPT r.v.411‘ roM Florida l2007 NTY RULES AND REGU Hi g h Velocity Hurricane Zone Uniform Permit A. • w. Section A (General Information) Master Permit No. n Process No. Contractor's Name D)6/0OU Toa Job Address 1 q— I L' N it€ ti 16 A Low Slope f l Asphaltic Shingles ROOF CATEGORY 17 Mechanically Fastened Tile C Metal PanelShingles 0 Prescriptive BUR -RAS 150 ROOFTYPE U New Roof Re- Roofing U Recovering 0 Repair Low Slope Roof Area (SF) Ari/o n Mortar /Adhesive Set Tile Ll Wood Shingles/Shakes ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Total (SF) Maintenance RAL IONS L .. Eg BY3j11 SEP 1 6 1019 AB mmmmm 00••00000•0 asseoo Section B (Roof Plan) , w Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers1iand overflow drains. Include dimensions of sections and levels, clearly id° rftify- di mensions cf elevated pressure zones and location of parapets. � �` �' ■ ■■ ■ ■■■■■■■■■ ■■ ■■■ ■■■■■ ■■ ■■■■■■ ■■■■ ■t"■■■M■■■■MMMEMMM■ ummormonom■M■MMMM ummuMM■ MMMMMMM ■MMMM ■M■■EM■MMMMMEM■MMMMMMMMM ■E NMIM M■ MMEMMM ■NSMOMPREMIhrkrt■litOMMOR t7 ■CTNINO ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ IAjr■■■■■■■■■■■■■■ ■■■■■■V ■■ ■ia■MMEHMNIMEEIE■■■■■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ON EMM■ M■ MM■ MMMMM ■MINIMMOMMME■■M!\ONONOMPUNIMM■ ■■■■■■■■■■■■ MMOO M■ OEM EMM ■■MMM ■ ■M ■MMMEMMMMOMM ■■MEMMMMMAI !■MME ■OMMM ■IMOMMMM■■UMM■ ■O■ ■■■■■■■ ■ ■ ■ ■MMM■MO ■MMM■■MM ■MMMMMEMM ■EnM milimm•rrrrtimmm iii! ■MMM■■MMEMMMI INI MMME ■ ■EE ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 11M M ■IlIA!1MrM,r19M ■UMINIM ■M ■EM ■■■■ MIMM■ ■EM■M ■M ■M■ ■■ IMMMMM ME■ EMM EMMM IIMIN ■ ■ ■ ■ ■■.E ■ ■MM�IIIm1CWmidMiO illlum ■uslimmfm:u■ io:QOrm"�f■C• ■u MM MuuMMMu■MMMM UMM ■Eli■■■■■■■ MM ■ ■MM ■ MM M■M MMM■ M■M IEI■ M■M MMUMMMMM ME■■ MIMM MM■M■■ ■OME ■MMMIIIuMM ■MMM■UUMMIMMOM ■ ■■ ■MM ■■ 1MMMU■■ ■MOM ■■ ■■ ■M III` r■ MM■■ M■ MEMM UMM■ i■■■■■■■■■■■■■ ■MMrr ■M ■ ■ ■MM■ ■ ■■M1 ■MMM ■ ■ ■M■MUE■ IMMMMMMMMMMMMII:EM �IMMMIMMMIMIMMMMMMMCIMMMIMMM■ IIMIMMMERNIMMMIMIMMIMM1i .MIIMIIMIMMMM ■■■■■ ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■NMMM■■■MMMMMM ■MMMM OMMMMMEMOMU■■SMEMINISMPO .■ ■ ■■■i ■ ■ ■ ■ ■■M ■ ■OIMM . MI MI MMMIII MMMMMMM :MMMMM■M■MIMIMMUMIIIMMMM' a•''7 ■.Me MMEMM■■ ■ ■ ■ ■ ■L■■■■■ ■ ■ ■ ■ ■ ■ ■■ i , ' t t 1 ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone U Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: e 4 Product Approval No.: D 7- i? f ► , 6 rry Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 5-2_ Pmax2: 3 Pmax3: (3/. V Max. Design Pressure, from the specific Product Approval system: 5, Deck: Type: i.,4) ©p G� Gauge/Thickness: 3`t/ / / Slope: 'g / fl Anchor/Base Sheet & No. of Ply(s): OF0c01, ( Anchor/Base Sheet Fastener/Sanding Material: PPP' 1/17 / ive Insulation Base Layer: Ao c '4'V V Base Insulation Size and Thickness: 7 ?( if1 Base Insulation Fastener Viz• nix" Material: T 1 Top Insulation Leyer: �[ Top Insulation Size and Thickness:167 Top Insulatiop Fast Bon ; ng Material: eta- Base Sheet(s) & No. of Ply(s): Base She t Fastener/B: ding ateriai: Ply Sheet(s) & No. of Piy(s): e-,cl p 1947 e, Ply Sli Fastener/ ling ate al• / //fie ,� Top Ply: tkie444e dip if,,kr FLORIDA BUILDING CODE — BUILDING nlform Permit Application Form. Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: " oc @ Lap, # Rows ,� @ "" oc Perimeter: €7" oc @ Lap, # Rows 4(.© h " oc Comer: " oc @ Lap, # Rows 9 "oc Number of Fasteners gPpr Insulation Board: Field erimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit �lscc 6 ----, y�,�r.uvMrotiq y'cpas/a -� FT ' SYee! Sc. ? 1 L[7: .4),„‘ Parapet Height /744''4 c4ArT '•FT 12 -G Mean Roof Height gooF ■ i_ Fi _ a1L "J I'V li .. ° ROBE D NS 100 —YEAR, 1 --HOUR PRECIPITATION = .5 INOHES PER HOUR of , i4 • HORZONTAL PROJECTED ROOF AREA = o291/a 00 ,e go) = 5/10 DESIGN BASED ON 0) ROOF DRAINS. 3/1-k DIVIDE BY (3 }DRAINS =Axil, S.F. HORIZONTAL PROJECTED ROOF AREA PER DRAIN FBRC TABLE 1106.2 SIZE QF VERTICAL LEADER INCH LEADER ALLOWS 3650. S.F. HORIZONTAL PROJECTED ROOF AREA.. PER FBRC SECTION 16 3$IZING OF SECONDABY DRAINS: •.i' REX (JIRkD AREA OF OVERFLOW ' SCUPPERS (4 %.) sq. " & SECO D CODE 2007 ti . • • Provided (-.5 ) "C 7 t Owner's Notification Form 07 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofmg contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item h._ been explained. 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane , • re for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as a • • the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida de. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofmg contractor and/or er s uld notify the occupants of adjacent units of roofing work to be performed. vr' 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be ewed from below. The owner may wish to maintain the architectural appearance; therefore, roofmg nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of mai - •. • s • this appearance. OA. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may u- water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roo tem is removed. Ponding conditions should be corrected. Pg6t4 Overflow scuppers wall outlets): It is required that rainwater flow off so that the roof is not �_ PP ( )� q oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with 1: - • uirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a F , rida- licensed engineer or registered architect to eliminate the attic venting, venting shall not be red, -'ire' fir` Owner's /Agent's Signature: �� Contractor's Signature: Property Address: I Date: Permit Number: BUILDING CO PRODUCT C NOTICE GAF Mater 1361 Alps R Wayne, NJ SCOPE: This NOA is materials. Th Code and Pro by the Autho E COMPLIANCE OFFICE (BCCO) ROL DIVISION F ACCEPTANCE (NOA) 1 Corporation. ad 470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 eing issued under the applicable rules and regulations governing the use of construction documentation submitted has been reviewed by the BCCO and accepted by the Building uct Review Committee to be used in Miami Dade County and other areas where allowed Having Jurisdiction (AHJ). This NOA s all not be valid after the expiration date stated below. The Miami -Dade County Product Control Divi ion (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the r'`_ t to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdic on. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prod ct Control Division that this product or material fails to meet the requirements of the applicable b Ming code. This product is approved as desdribed herein, and has been designed to comply with the Florida Building Code and theHigh Velocity Hurricane Zone of the Florida Building Code. DESCR1PT ON: GAF Conventional Built-Up Roof System for Wood Decks. LABELIN : Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and folIowin statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEW of this NOA shall be considered after a renewal application has been filed and there has been no ch a in the applicable building code negatively affecting the performance of this product. TERMINA ON of this NOA will occur after the expiration date or if there has been a revision or change in th materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. F 'lure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERT EMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by a expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, n it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors d shall be available for inspection at the job site at the request of the Building Official. This NOA r4news and revises NOA No. 03- 0501.05 and consists of pages 1 throjlgh 19. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 APPROVE t ASSEMBLIES Deck Type 1 Deck Descri tion: Wood, Insulated ' 19/32" or greater plywood or wood plank System Typ A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General !< d System Limitations shall apply. One or more ayers of any of the following insulations. . Insulation .- yer (Table 2) (When applicable: Steel plate only =S, plastic plate only =P) EnergyGua YdTM, EnergyGuardTM Composite, EverGuard® ISO,'EnergyGuardTM RA, EnergyGua ;dTM RA Composite • Minimum 1' thick Insulation Fasteners Fastener (Table 3) Density /ft2 N /A' N/A EnergyGua >bf dTM High Density Wood Fiber, EnergyGuarem Recover Board, Wood Fiber, Minimum %1 thick N/A N/A EnergyGua Minimum 34 Fiberglas ( Note: All i within the Standard as base laye substrate. polyisocyan Eliminator on all isocy Fire Barrie (optional) Anchor sh dTM Perlite thick in. 13/16" thick) N/A N/A N/A • NIA ulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt range and at a rate of 20 -40 lbs/100 ft2. Please refer to Roofing Application S 117 for insulation attachment. Insulation listed as base layer only shall be used only with a second layer of approved top layer insulation installed as the final membrane omposite insulation panels may be used as a top layer placed with the rate side facing down. GAF requires either a ply of GAFGLAS® STRATAVENT® Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board urate applications. FireOutTM Fire Barrier Coating, VersaShieldeNon- Asphaltic Fiberglass -Based Underlayment or SecurockTM. GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatorTM • Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat- We1dTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened as described below; GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psi, See General Limitation #7) t: tions: NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 8 of 19 Fastening Oi tions: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) •GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a . fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum ,Design Pressure S2.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID ®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 1' " annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. .One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS® #80 ULTIMATM Base.Sheet, GAFGLAS® STRATAVENT® EliminatorTM Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20.RUBERO1D Heat- We1dTM Smooth or RUBEROID® Heat We1dTM directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). . Ply Sheet: One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6 sheet, #80 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 1bssq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 . Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: Surfacing: Maximum D sign Pressure: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or • GAFGLASe EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROIDD 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bsisq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS° Mineral Surfaced Cap Sheet, GAFGLASS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT1e Fireshield`° SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 galJsq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. See Fastening above. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 10 of 19 WOOD DEC SYSTEM LIMITATIONS: 1 A slip shoe is required with Ply 4 and Flex Ply", 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' " Dens DeckTM or Y2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL 1. Fire class" for fire ra 2. Insulation Product C asphalt ap fastening p 3. All star panel size 4. An overlay insulations applied us* ribbons in area of ve each ribbo 12 Ibs./sq. 5. Fastener sp lbf., as test tested, are 6. Fastener sp minimum fi system. Sh a revised f Registered resistance v Roofing Ap 7. Perimeter Fastener de Roofing Ap Professiona specificall 8. All attachm conform wi 9. The maxim perimeters, fastening at . limitation i 10.. All products Code and R TATIONS: cation is not part of this acceptance, refer to a current Approved Roofing Materials Directory gs of this product. • ay be installed in multiple layers. The first layer shall be attached in compliance with trol Approval guidelines. All other layers shall be adhered in a full mopping of approved ied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the ttern of the top layer panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, all be 4' x 4' maximum. and/or recovery board insulation panel is required on all applications over closed cell foam when the base sheet is fully mopped. If no recovery board is used the base sheet shall be g spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ree rows, one at each sidelap and one down the center of the sheet allowing a continuous lation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. cing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 in compliance with Testing Application Standard TAS 105. lithe fastener value, as field - low 275 lbf. insulation attachment shall not be acceptable. cing for mechanical attachment of anchor/base sheet or membrane attachment is based on a tener resistance value in conjunction with the maximum design value listed within a specific uld the fastener resistance be less than that required, as determined by the Building Official, tener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or oof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal ue taken from Testing Application Standards TAS 105 and calculations in compliance with lication Standard RAS 117. 0 d corner areas shall comply with the enhanced uplift pressure requirements of these areas. sities shall be increased for both insulation and base sheet as calculated in compliance with lication Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is referred within this NOA, General Limitation #9 will not be applicable.) t and sizing of perimeter milers, metal profile, and/or flashing termination designs shall Roofing Application Standard RAS 111 and applicable wind load requirements. designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, d corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced nhanced pressure zones (i.e. perimeters, extended corners and corners). (When this specifically referred within this NOA, General Limitation #7 will not be applicable.) isted herein shall have a quality assurance audit in accordance with the Florida Building e 9B -72 of the Florida Administrative Code. END OF TI-IIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 TGFU.R1306 - Roofing Systems Page 1 of 48 ONLINE CERTIFICATIONS DIRECTORY TGFU.R1306 Roofing Systems Paae Bottom Roofing Systems See General Information for Rooflna Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, Ni 07470 USA R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/z -in. thick (minimum) gypsum board or 1/4-in. thick (min) G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Roofboard" may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. minimum) roof decks. However, the butt joints in the gypsum board and G -P Gypsum Corp. " DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard "" Roofboard" are to offset a minimum of 6-in. with the butt joints In the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or'Tri -Ply Ply 4 ", or "Ply 6" may be adhered to G -P Gypsum Corp. "DensDeck ® Roofboard," "DensDeck Prime® Roofboard" or "DensDeck DuraGuard TM Roofboard" in hot roofing asphalt. "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent® EliminatorTM Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EverGuard" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications include "EnergyGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or'Tri-Ply #75 Base Sheet ", or "GAFGLAS® #80 ULTIMA") Is a suitable alternate for Type Gi asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri-Ply PIy 4 ", or "GAFGLAS® Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent® Eliminator'°' Venting Base Sheet (Perforated)" or "GAF Stratavent® Eliminatorr" Venting Base Sheet (Nailable)." Perforated to be loose laid or mopped and nallable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet" or'Tri-PIy #75 Base Sheet" or " GAFGLAS® #80 ULTIMA" or "GAF Stratavent® EliminatorTM Venting Base Sheet (Nailable)" may be substituted for Type Gi asphalt glass fiber ply sheet ( "GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or "GAFGLAS® Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. " GAFGLAS® Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When " perlite" is referenced, this includes "GAFTEMP PERMALITE ®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. http: // database. ul. com /cai- bin/XYV /template/LISEXT /1 FRAME /showaaae.html ?name =T... 5/21/2010 • TGFU:R1306 - Roofing Systems Page 2 of 48 The use of gypsum board under any of the following Cass A, B or C systems does not adversely effect the rating. The use of 1 /z -in. minimum gypsum board is an acceptable altemate for insulation over C -15/32 decks. The use of polystyrene insulation board between minimum 3/4-in. thick perlite board and deck with rosin paper (perlite /rosin paper/polystyrene/perlite) is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". "GAFGLAS® #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLAS® Flex PIy 6" and "Tri -Ply Ultra- Flexible Ply 6" are suitable alternates to "GAFGLAS® Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation In any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 21h to 3- gal /100- ft2. "Ruberoid Dual Smooth" may be used as an altemate to "Ruberoid Mop Smooth" or "Ruberoid 20" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products it any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. PIy Sheet: — Three or more plies Type GI or "GAFGLAS® PIy 4" or "Tri -Ply Ply 4" or "GAFGLAS® PIy 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 ! Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite / polyisocyanurate composite or perlite /urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. PIy Sheet: — Threg.or more plies Type Gi or "GAFGLAS® PIy 4" or "Tri -PIy Ply 4" or " GAFGLAS® Ply 6 ". Cap Sheet: — Qn'e ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet'. 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane composite, wood fiber / polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type Gi "GAFGLAS® Ply 4" or'Tri -Ply Ply 4 ", " GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -PIy #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type Gi " GAFGLAS® Ply 4" or "Tri -Ply Ply 4" or GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -Ply Mineral Surfaced Cap Sheet ". 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet" or "Tri -Ply #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLAS® PIy 4" or "Tri -Ply Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet" or "Tri -PIy Mineral Surfaced Cap Sheet ". 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite /polyisocyanurate composite, perlite /urethane httn : / /database.ul.corn/cgi- bin/XYV /template/LISEXT /1 FRAME /showpage.html ?name =T... 5/21/2010 Florida Department of Environmental Protection Division of Air Resource Management MIAMI COUNTY Miami-Dade DERM Air Quality Management Division 701 N.W. 1st Court, 2nd Floor Miami, Florida 33136 NOTICE OF DEMOLITION OR ASBESTOS RENOVATION TYPE OF NOTICE (CHECK ONE ONLY): ORIGINAL 0 REVISED 0 NCELLATION 0 COURTESY TYPE OF PROJECT (CHECK ONE ONLY): 0 DEMOLITION 0 RENOVATION ' ROOFING IF DEMOLITION, IS IT AN ORDERED DEMOLITION? 0 YES 0 NO IF RENOVATION: / IS IT AN EMERGENCY RENOVATION OPERATION? 0 YES V1)10 File # IS IT A PLANNED RENOVATION OPERATION? ' 11/NO Process # I. Facility Name ger; a, I Address / 5-5:-.- 4/ 7 ? PE State ‘,-- 4?-:-,• Zip 3.f) /13 !:,3 County /72 ,,,:/,, ? if - City iiy) /67 n 1,, (-:._,.1)' i") a—r ' ' 3, Site Consultant Inspecting Site Building Size ;;;;;;), 7 4 0 (Square Feet) # of Floors Building Age in Years G/ 'S g Prior Use 0 SchooVCollege/University 0 Residence pmall Business Other Present Use 0 School/Coll e/Universi 0 Residence Pmall Business Other r0../# Iii--7t i L Phone ( ) tcr n q 42,6,' 9 11. Facility Owner Address City 111. Contractor's Name &A70qf Address I) 7 _sd- e City I fie-1 State Zip -)41 Is the contractor exempt from licensure under section 469.002(4), ES.? YES 0 NO IV. Scheduled Dates: (Notice must be stm rked 10 working d "ys before the project start date) Asbestos Removal (mm/dcVyy) Start: Finish: / 9 Demo/Renovation (mm/dd/yy) Start Finish: V. Description of planned dernolition or1 ren ation work tcf be pprformed and methods to be employed, including demolition or renovation techniques to be used and description of affected 'lac* Comporlents.7 tate Zip 3/3 Phone ( ) 4- Procedures to be Used (Check All That Apply): E _Strip and Removal • 0 Glove Bag Bulldozer El Wrecking Ball O Wet Method Dry Method Explode Bum Down OTHER: --- " VI. Pratedures for Unexpected RACM: 1 .0. )02 r-t- cf...,n,,-7 fi4:.,--L' /-1,,, i'Vi' iff /2,:,0:-.:!,-;')E:( ,- VII. Asbestos Waste Transporter: Name 9- o-,,,, ,-;_j::`,;:,;','-i'' ,-. -,ii - .., i'i f Phone ( ) -- - - Address --, ,1 City , : ,., ,_ ,t 3 : e r i,,, ' State ----', Zip ' ' . , VIII. Waste Disposal Site: Name ,,,, 't.3'=„ .., = Address City ''' - - ' v 1, ; -.,' ; , ---) - , (--/i; ;.--' „-- , ( State --;;‘_--," Zip ..215 ),:::17 „,,' .1-:- 4X. RACM or ACM: Procedure, including analytical methods, employed to detect the presence ofuzalwaVrtegrryqVnAdiTInorkinFrtglerACklhAl?1°1 This is to certify that the requireu square feet cemenNtiotitoifuicsarnstiao2e(rsia), Regarbmg abbebtos havo been square feet resilient flooringub A plicable reu 9tations - miffed in Compliance with Amouiti of RACM or ACM* square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet asphalt roofing ,;./ -• pate *Identify and describe surfacing material and other materials as applicable: Signed 4 I certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal husiness hours. I have read and understoodot e additional information provided on the back of this form. (Print Name ofpver/Operator) ' r i 1 • 0 3,6"e-," o .,, • (SignatyreOf,* wner/Op , er; tor) , i (1, t4 r (Contact phene1) DEgM'USE ONLY - postmark/Date Received r, , , ID # 161_01.-158 10/10 DISTRIBUTION: White-DERM Yellow-Applicant Pink-Reserve \ Cold-Reserve DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR 61 Subpart M and Rule 62- 257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county, or local permits that may be required for this facility. INSTRUCTIONS for COMPLETING NOTICE OF DEMOLITION OR ASBESTOS RENOVATION The state asbestos removal program requirements of s. 376.60, F.S., and the renovation or demolition notice requirements of the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62 -257, F.A.C., are included on this form. Check to indicate whether this notice is an original, a revision, a cancellation, or a courtesy notice (i.e., not required by law). If the notice is a revision, please indicate which entries have been changed or added. Check to indicate whether the project is a demolition or a renovation. If you checked demolition, was it ordered by the State or a local government agency? If so, in addition to the information required on the form, the owner /operator must provide the name of the agency ordering the demolition, the title of the person acting on behalf of the agency, the authority for the agency to order the demolition, the date of the order, and the date ordered to begin. A copy of the order must also be attached to the notification. If you checked renovation, is it an emergency renovation operation? If so, in addition to the information required on the form, the owner /operator must provide the date and hour the emergency occurred, the description of the sudden, unexpected event, and an explanation of how the event caused unsafe conditions or would cause equipment damage or an unreasonable financial burden. If you checked renovation and it is a planned renovation operation, please note that the notice is effective for a period not to exceed a calendar year of January 1 through December 31 I. Complete the facility information. This section describes the facility where the renovation or demolition is scheduled. This address will be used by the Department inspector to locate the project site. Provide the name of the consultant or firm that conducted the asbes box to indicate whether the prior use of the f "residential dwelling" is defined in Rule 62 -2 or other. If "other" is checked, identify the uselas follow t e s jL REVIEW FINAL For "• rior use" check the appropriate ge, or university; residence, as s defined ins - 288.703(1), F.S.; ons for "pres'nt use." II. Complete the facility owner information. III. Complete the contractor information. IV. List separately the scheduled start and finish d the project and the renovation or demolition e.;r) for both the asbestos removal portion of demolitio estos, ent V. Describe and check the methods and pr. + ,,,e a description of the affected facility compo� + • 41 incorporated by reference in +.u:= ..... ,,n : ; C., re.uires o a dry removal method in accorSdance A with 1�itRE 40 JO1di . 0 ■ - tribe the procedu to be used in the e '�' e ' __ ► is fou pre omes cr • - - •, or reduce. 0 powder after start of the pr or renovation. Include ich is adopted and a•• o sal pr to using materia VII. VIII.;, Comp IX. ' List the amount:, RACM or ACM of ea. type of asbestos to be removed. (Note: RACM off facility components is onl • - rmissible if the length or area could Identify and describe the listed surfacing material and other listed materials as a e asbesto ation. stos Florida Department of Environmental Protection Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS RENOVAIIION Air TYPE OF NOTICE (CHECK ONE ONLY): ORIGINAL TYPE OF PROJECT (CHECK ONE ONLY): El DEMOLITION IF DEMOLITION, IS IT AN ORDERED DEMOLITION? IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? IS ITA PLANNED RENOVATION OPERAT OWN? 1. Facility Name Address MIAMNDADE COUNTY Miami -Dade DERM (Quality Management Division 701 N.W. 1st Court, 2nd Floor Miami, Florida 33136 ❑ REVISED ❑ NQ ELLATION COURTESY ❑ RENOVATION ROOFING ❑ YES ❑ NO O I10 File # I i 01NO Process YES ❑YEs Site Building Size '._` (Square Feet) State ri Zip County , '�✓ ' Consultant Inspecting Site # of Floors. Building Age inYearS Other Prior Use: ❑ School/College/University ❑ Residence ~' r iallLBusiness Present Use: ❑ School/College/Universit ❑ Residence 12°Small Business Other 11. Facility Owner s / t:) . s ` jr tent, Phone ( )' Address ° f ai City 111. Contractor's Name Address fate Zip Phone( ) City ;•.i y. A g: ,E h 6'� Stater p' Zip v YES Is the contractor exempt from licensure under section 469.002(4), F.S.? �r {Scheduled Dates: (Notice must be • ostm r51bestosRemoval (mm/dd/yy) Start: Description of planned detnolition orre be used and description of affected facility. ked 10 working d ys before the project start date) Finish: s'_ a Demo/Renovation ( mm/dd/yy)' Start: Finish: tion work todbe performed and methods to be employed, including demolition or renovation techniques to components. No Procedures to be Used (Check All That Apply): Strip and Removal ❑ Glove Bag ❑ Bulldozer ❑ Wrecking Ball Er Wet Methyl ❑ Dry Method ❑ Explode 0 ,.Burn Down OTHER: P VL Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name " Address City r State Zip VIII. Waste Disposal Site: Name ' Address Phone ( City ' State r_ Zip = IAI I -DADS D.E.R.M. IX. RACM ,orACM: Procedure, including anal ical methods,-employed tadetect the presence of RACM arApatdsOxy iI'li'+ ttf%d k A 'J r DI°JISIC "` 1 h s is o r r ify that'the required Amo of RAC sq.... are ee `s i�dotificatior(s) nal square feet ce ions material suo(mitted ' square Regarding asbes<<�s have be, in Compliance wIlth re diations.1 Applscaloie g linear R pipe '� client C.,{. .. square feet resilient flooring x c. - b . . crfiity r•• en.: ` square feet asphalt roofing, � l; (: Identify and desc .e s ac i g , a -rral a t 'r ' .t:, s as plObte: Si Pd , t - I cert i tha tine : ss dunrtg t e d ri noN. I b •ov- i 'forma ion correct and th t an in ividual ,olitien • re ov. on .nd eyide '.- that he .iness o s. l- a . an 1 uncles : ood trained& he provisions of thisr iretraint • has been acc•mplishe• adds o I 'nfor�, ation • .a °�on ,i , . _ S -;ul do •' CFR Rdrt 61, Subpart M) .w ' . °rsorl wil available for i �• ' p o hi •rm: II be on- spection l ■ • ® l „ �1 (I�, a �: .� � i r�r � • erator) JJ11T1T1I& *� � A. ,.4) o ' Vyr rh .' to` sj tr: , (Jat9 !P -one #) .d� DER it �>i ` L :1 '"` • � m , r ®�fe ° ec We� l` ( l,■ 1 II 161_01 -158 10/10 was. ' gut e-DERM Yellow- Applicant DISTRIBU Pink- Reserve Gold - Reserve n 1 DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR 61 Subpart M and Rule 62- 257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver' of or approval for any federal, state, county, or local permits that may be required for this facility. INSTRUCTIONS for COMPLETING NOTICE OF DEMOLITION OR ASBESTOS RENOVATION The state asbestos removal program requirements of s. 376.60, F.S., and the renovation or demolition notice requirements of the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR Part 61, Subpart M, as embodied in Rule 62 -257, F.A.C., are included on this form. Check to indicate whether this notice is an original, a revision, a cancellation, or a courtesy notice (i.e., not required by law). If the notice is a revision, please indicate which entries have been changed or added. Check to indicate whether the project is a demolition or a renovation. If you checked demolition, was it ordered by the State or a local government agency? If so, in addition to the information required on the form, the owner/operator must provide the name of the agency ordering the demolition, the title of the person acting on behalf of the agency, the authority for the agency to order the demolition, the date of the order, and the date ordered to begin. A copy of the order must also be attached to the notification. If you checked renovation, is it an emergency renovation operation? If so, in addition to the information required on the form, the owner/operator must provide the date and hour the emergency occurred, the !description of the sudden, unexpected event, and an explanation of how the event caused unsafe conditions or would cause equipment damage or an unreasonable financial burden. If you checked renovation and it is a planned renovation operation, please note that the notice is effective for a period not to exceed a calendar year of January 1 through December 31. I I. III. Complete the contractor information. IV. List separately the scheduled start and finis the project and the renovation or demolition .i`. f DEPAK V. Describe and check the methods and proc.- § a description of the affected facilit com oft. (N incorporated by reference in'�"''� Complete the facility information. This section scheduled. This address will be used by th the consultant or firm that conducted the a box to indicate whether the prior use of t "residential dwelling" is defined in Rule 62 -2 or other. If "other" is checked, identify the describes the facility where the renovation or demolition is e project site. Provide the name of r "prior use" check the appropriate liege, or university; residence, as s, as defined in S. 288.703(1), F.S.; structions for "present use." Complete the facility owner information. FINAL u the asbestos removal portion of a dry removal method in acco wimp 40 CFR Vi. Describe the procedure mes crum VI . C•! ple!h as • .. e t VIII. C. :� •., al,, IX. List the amount of RACM • ACM .% -. �ltype of asbestos to •e re RACM off facility components is o'�__•.r'missible if the length or a identify and describe the listed surfacing material and other listed ma d de i i�li " • r as Z taq. .ir = Florida Department of E0 ironmental Protection Dlvls of Air Resource Management NOTICE OF, DE TYPE OF NOTICE (CHECK ONE ONLY): O ORIGIN TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLI IF DEMOLITION, IS IT AN ORDERED DEMOLITIO IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATI IS ITA PLANNED RENOVATION OPERATION? I. Facility Name Address City Site MIAMF COUNTY Miami -Dade DERM Air Quality Management Division 701 N.W. 1st Court, 2nd Floor LITION OR ASBESTOS RENOVATION Miami, Florida 33136 0 REVISED ❑ CANCELLATION N ❑ RENOVATION 11ROOFING ❑ YES ❑ NO ❑ YES ❑ YES 0 N 0 NO State Building Size Prior Use Present Use: 11. Facility Owner Address City III. Contractor's Name Address City (Square Fee-) ❑ School /College/University ❑ School /College/University File # Process (i ❑ COURTESY Zip . Comity Consultant Inspecting Site #of Floors,- .` Building Age in Yea Residence ❑ Small Business Other ❑'Small Business Other Phone ( ID Residence Phone State;` Is the contractor exempt from licensure under section 469.002(4), F.S.? IV. Scheduled Dates: (Notice must be postmarked 101n ogqking dlys before the project start date) Asbestos Removal (mm/dd/yy) Start: `' s `' Finish 'l Demo/Renovation Description of planned demolition or renovation wo o be performed and methods to be employed, in be used and description of affected facility compone ts. Zip YES ❑ NO. (mm/dd/yy Start: Finish: ;luding derolition or renovation techniques to Procedures to be Used (Check All That Apply): VI. Procedures for Unexpected RACM VII. Asbestos Waste Transporter. Name Address City Phone ( VIII. Waste Disposal Site: Name Address City IX. RACM or ACM: Procedure, including a Am urn, of RAC o S s uq a E linear feet cubic f State Zip 11= cal meth State Zip �n s, employed to detect the presence of RACM app ategory 1 Aiii$l 1 nonfrrable ACM. material ff facifity'compone Identify: rdd desc'Fibe s4rrfaci g material and other square feet cementitioiis''iti square feet resilient floorin square feet asphalt roofing rials as appli 16:4\ lty(i CPU n'- �5 's \ fie�ard �� Wlih ter!a4nitteln i�omrlian� ppligabl r�rqulatiurs�. Oate I certify tha i dun yg t e d i b ove moliti siness afon re ov .:ti orrect and th n and eviden ad and and re provisions of this r g has been accomplish•+ ation r eyed o ah,'� on (40 CFR fit 61, Subpart M) w ll be on- th* rson wt available for i spection (late) (Contact phone #) DERM USE ONLY ostmark/Date Receiv 161_01-158 10/10 / DISTRIBUTION: White—D1 �I+r4 Yellow- Applicant Pink - Reserve Gofd -R, Strip and Removal ❑ Glove Big ❑ Bulldozer Ei Wrecking Ball ❑` Wet Method ❑ Dry Method ❑ Explode ❑ Burn Down OTHER: VI. Procedures for Unexpected RACM VII. Asbestos Waste Transporter. Name Address City Phone ( VIII. Waste Disposal Site: Name Address City IX. RACM or ACM: Procedure, including a Am urn, of RAC o S s uq a E linear feet cubic f State Zip 11= cal meth State Zip �n s, employed to detect the presence of RACM app ategory 1 Aiii$l 1 nonfrrable ACM. material ff facifity'compone Identify: rdd desc'Fibe s4rrfaci g material and other square feet cementitioiis''iti square feet resilient floorin square feet asphalt roofing rials as appli 16:4\ lty(i CPU n'- �5 's \ fie�ard �� Wlih ter!a4nitteln i�omrlian� ppligabl r�rqulatiurs�. Oate I certify tha i dun yg t e d i b ove moliti siness afon re ov .:ti orrect and th n and eviden ad and and re provisions of this r g has been accomplish•+ ation r eyed o ah,'� on (40 CFR fit 61, Subpart M) w ll be on- th* rson wt available for i spection (late) (Contact phone #) DERM USE ONLY ostmark/Date Receiv 161_01-158 10/10 / DISTRIBUTION: White—D1 �I+r4 Yellow- Applicant Pink - Reserve Gofd -R, DISCLAIMER This "NOTICE OF DEMO ITION OR ASBESTOS RENOVATION" is req 61 Subpart M and Rule 0-257.301, F.A.C. and must be submitted pri abatement activity. This dOcument is an Asbestos Notification only and i This NOTICE OF DEMOL TION OR ASBESTOS RENOVATION does no' federal, state, county, or local permits that may be required for this facili INSTRUCTIONS for COMPLE N9TICE OF DEMOLITION OR ASBESTO The state asbestos removal program requirements of s. 376.60, F.S., requirements of the National Emission Standards for Hazardous Air Pol M, as embodied in Rule 62-257, F.A.C., are included on this form. Check to indicate whether this notice is an original, a revision, a cancell by law). If the notice is a revision, please indicate which entries have be Check to indicate whether the project is a demolition or a renovation. If you checked demOlition, was it ordered by the State or a local g information required on the form, the owner/operator must provide the n the title of the person acting on behalf of the agency, the authority for t ired pursuant to th r to any demolition not a permit. constitute a waiver Y. ING RENOVATION nd the renovation tants (NESHAP), 4 ion, or a courtesy n n changed or adde 1 4 4 provisions of 40 CFR or regulated asbestos • I I I vernment agency? I me of the agency o e agency to order th of the order, and the date brdered to begin. A copy of the order must alsO be attached to the If you checked renoVation, is it an emergency renovation operation? on the form, the owner/operator must provide the date and hour the e sudden, unexpected event) and an explanation of how the event caused u damage or an unreasonable financial burden. If you checked renovatio please note that the notice is effective for a period not • a 1. IV. V. Complete the facilitY information. This scheduled. This address will be used by t the consultant or flan that conducted the box to indicate- whether the prior use ad "residential dwellin " is defined in Rule 62-257 or other. If "other" checked, identify the use Complete the facility owner information. APPROV Complete the contractor information. DgPARTM ENT OF E1"-4 y iFp List separately the scheduled start ana firRn&I,,td.mphw:4v the project and the renovation or demolition portion Describe and check the malbEcrairFITI-Oge=s tu es a description of the affectegidwititptom incorporated by reference in Rule 62-204.800, thud in acco • e • Fa . , • IP rib e tic e t • tiL.4 st• II . 01 • mall es a • VI. Des remo , • ribe the " • r • e- ed i-ri the event u edl 0 e ize• .red ed f so, in addition to t ergency occurred, safe conditions or and it is a planne of January 1 t r • here the reno ocate the project si For "prior use' I, college, or u business, as define me instructions for MENTAFA dor both th anned dem Jffir aining Depa )(OW.) found or tart of th a e onen ."00- ., requires ob men mes e • ures b ■ UM .4 1 R section 61. I ex.. te• • 4,) VII. Co plete the asbesto aste transporter VIII. Complete the waste dispo al site information. mation. A 5 I g ft IX. List the amount of RACM or ACM of each type of asbestos to be r RACM off facility components is only permissible if the length o Identify and describe the listed surfacing material and other listed v o ec • f or approval for any or demolition notice CFR Part 61, Subpart tice (i.e., not required • so, in addition to the ering the demolition, demolition, the date otification, e information required the description of the ould cause equipment renovation operation, rough December 31. tion or demolition is e. Provide the name of check the appropriate iversity; residence, as in s. 288.703(1), F.S,; 'present use." 0 removal portion of H. - • vatiol. Include ' 401A• is Jd6pted and 4pprpval r to using on ia moved. (Note: area could not be aterials as applica • :1 / .1 easurem nt of me sured previously.) le. .` • I ? t } a GEOTECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, August 8, 201 MINIMr l Sf aike ,1n .iii DYNATECH ENGINEERING CORP. Mr. Jim Obenour OBENOUR ROOFING 159 North East 97th Street Miami Shores, FL 33138 Re: Everett Building @ 155 -179 NE 96th Street Miami Shores, FL. Dear Mr. Obenour: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request, DYNATECH ENGINEERING CORP. conducted an Asbestos Roof Survey on August 5, 2011 at the above referenced project. The purpose of our inspection was to secure bulk samples for analysis to determine the presence of Asbestos Containing Materials in the existing roof area. Access to the interior underside of the roof was not provided and is not part of this survey. The scope of our inspection covered the following areas: Roof at the above referenced project. (see attached plan) Based on our laboratory analysis; it was evident that no asbestos fibers were found in the secured bulk samples. This inspection report is the results of a customary search of the facility for asbestos containing building materials (A.C.B.M.). This survey was' destructive in order to expose potential hidden materials. We do not claim to have identified all of the asbestos containing building material present in the facility. If in the course of a renovation or demolition activity, suspect materials become exposed, (ie: inside walls and hidden conditions*..,) all activities should immediately cease and the suspect material brought to our attention for evaluation and recommendation. Dynatech Engineering Corporation (DEC), will not be responsible for these conditions. It has been a pleasure serving you at this phase of your project and look forward to do so in the near future. 01110 IOuie® i 1%.56t `1 -4 1 ®6> No. 39584 t o e 0 0 STATTE OF ; Sincerely yours, [S's 4w. Wissarrf Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Asbestos Consultant No. EA 0045 Asbestos Business No. ZA 0000045 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone: (305) 828 -7499 ° Fax: (305) 828 -9598 E -Mail: Dynatech @Bellsouth.net Ntreed on Recycled Pew * DYNATECH ENGINEERING CORP. ASBESTOS SAMPLING REPORT 750 W. 84th Street, Hialeah, FL 33014 Date : August 8, 2011 Client : OBENOUR ROOFING Project : Everett Building @ 155 -179 NE 96th Street, Miami Shores, FL. Surveyor No. 09132004 • • 0 ampic i, SAMPLE No. pC. . LOCATION ....au. 1,46/4 AWL, - -----✓ -^-- - DESCRIPTION - --- Approximate Amount ■ F NF Condition Potential for Damage ANALYSIS 224 linear feet X D/L NAD 1 East perimeter White elastomeric paint over aluminum paint granular surface flashing with plastic cement 2 South perimeter White elastomeric paint over aluminum paint granular surface flashing with plastic cement N/A X D/L NAD 3 West perimeter White elastomeric paint over aluminum paint granular surface flashing with plastic cement N/A X D/L NAD 4 North perimeter White elastomeric paint over aluminum paint granular surface flashing with plastic cement N/A X D/L NAD 5 North East field White elastomeric paint granular surface BUR over wood roof deck 2940 ft2 X D/L NAD 6 Center field White elastomeric paint granular surface BUR over wood roof deck N/A X D/L NAD 7 South West field White elastomeric paint granular surface BUR over wood roof deck N/A X D/L NAD F = Friable NF = Non Friable NAD = No Asbestos Detected CHRY = Chrysotile Condition G = Good D = Damaged S = Significantly Damaged Potential For Damage L = Low M = Medium H = High DYNATECH ENGINEERING CORP. Analyzed by: Premnath Boodoosing McCrone Research Institute Microscopical Identification of Asbestos No. # 09132004 ti ;" F ROOF ASBESTOS SURVEY EVERETT BLDG 42 4 5 3 1 6 2 7 70 < N Dynatech Engineering Corp Client: Scale: OBENOUR ROOFING N.T.S. Project: Date: 155 -179 N.E. 96 ST MIAMI SHORES, FL 8 -5 -11